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S 84° 59' 08" E 45.02'
FND. 1 /2" REBAR
EXIST. STS INLE
TOP RIM=283.90
FL=0.00 0
FL=0.00 0
FL=0.00 0
N 010 57'/ 09" E 15.00'
CONSTRUCT AHTD DR-1
CONCRETE APRON
FND. 1/2 11 REBAR
BASELINE ROAD
W VARIES -
'STOPRO
'
SIGN
i-MATCH I /-S 860 55' 00" E 48.45'
---,
SET 1/2"
\-N
870 48' 32" E
41.43'
TILITY EASEMENT
S 02° 38' 38" W 15.00'--
"
SET 1/2"
----------------------------
- - -
- --------------------
M �l
REBAR
-
I 15' UTILITY EASEMENT
25 BLDG.
SETBACK
-----
NEW CURB AND
CONSTRUCT
GUTTER
CONCRETE
--�
SIDEWALK
S
80
2
3
E
REGAU
3 28 EXIST. SS MH #714
63.5'
14
00
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ADT
5
TOP RIM=285.93
R30'
FL=278.98 (6" PVC S)
FL=278.43 (6" PVC N)
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EXISTING FENCE
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0
18'-
34'
1.69'
43.89'
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TOP RIM=285.92
FL=282.02 (6" PVC S)
HC STRIPING
o
n
7
O
FL=282.02 (6" PVC E)
ISLAND
FL 281.92 (6" PVC N)
`
00
HC PARKING
(TYP.)
CONSTRUCT
CONCRETE
SIDEWALK
5.5' x 23' WATER LINE -
EASEMENT
INTS. # 93-67402
EXISTING POPEYES
LOCATION
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35.77'
TOP RIM=286.11
FL=283.61 (15" RCP SW)
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BOARD
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MATCH EXISTING
ASPHALT
40' ACCESS EA EMENT
PB D ,PAGE 61 SIDEWALK RAMP
W/TACTILE PANEL
I
-------------------- �(ATCH EXISTING
--- CURB ANDI---
EXIST. STS INLET I
TOP RIM=286.08
FL=282.33 (8" PVC SM
FL=281.53 (18" RCP E)
SITE NOTES
1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL MOWN OR
REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS
GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT,
SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL
BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY.
2: ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL
REGULATIONS AND CODES AND OSHA STANDARDS.
3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,
PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS.
4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
5. ALL WORK MALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
6. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR
LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE.
7. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO
CONSTRUCTION START.
8. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO
EXISTING IN GRADE AND ALIGNMENT.
9. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR
AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND
SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE.
281.27'
MATCH EXISTING
CURB AND GUTTER
EXISTING WATER LINE
/N8 0 19' 15" W 431.94'
`-Y MATCH EXISTING -
ASPHALT
1 STORY
BRICK
BLDG.
MABELVALE PLAZA DRIVE
EXIST. SS MH
#712
EXIST. STS INLET
TOP RIM=286.60
TOP RIM=286.22
t LEGEND (EXISTING SYMBOLS)
FL=282.55 (4"
PVC E)
FL=280.62 (18" RCP M
FL=282.45 (6"
PVC N)
FL=280.52 (24" RCP E)
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FOUND IRON PIN
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LIGHT POLE
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POWER POLE
CURB
M
TELEPHONE PEDESTAL
0
TV PEDESTAL
INTERAIEDIATE CONTOUR
0
MANHOLE
INDU CONTOUR
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o
SANITARY SEWER CLEANOUT
---�- a '---a---�---"
A
GAS METER
SANITARY SEVER LINE
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GAS VALVE
GAS LINE.
---°-
STORM SEWER PIPE
--•
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c
DOWN GUY
WATER LINE (SPECIFY SIZE 4 TYPO
Dd
WATER VALVE
-�'-
-- ---
FIRE HYDRANT ASSINKY
UNDERGROUNDTELEPHONE
AN RELEASE VALVE
UNDERGROUND ELECTRIC
A
FIRE DEPARTMENT CONNECTION
O
WATER METER
OVERHEAD ELECTRIC
OR
SPRINKLER HEAD
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.
®
ELECTRIC PEDESTAL
UNDEX(ROUND TELEVISION
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OVERHEAD TELEVISION •---
GRATED INLET
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CHAIN LIAC FENCE
u
"°°°FENCE
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BARBED WIRE FENCE
.....
TREE
FIBER OPTIC �- -�
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RIGHT OF WAY -
TO BE REMOVED
iTREE
ROAD CENTERLINE
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GRAPHIC SCALE IN FEET
20' 0 20'
570 00' 58" E 31.67'
SET 1 /2"
REBAR
ACCESS FASEMQNT
PBD,P'-GE617
OT 1
STANDARD PARKING SPACES
32
HANDICAP PARKING SPACES
2
TOTAL PARKING SPACES
34
46 LEGEND (CONSTRUCT)
•
SALE S
SET IRON PIN
UNEW WORK
- - - - - - - - - - - - - - - - - - - - - - - - - -
EASEMENT
LIGHT POLE
k
POWER POLE
CURB
■
TELEPHONE PEDESIA.
203
a
TV PETAL
INTERMEDIATE CONTOUR
Q
MANHOLE
2205--•
INDEX CONTOUR
0
SANITARY SEWER CLEANOUT
•
GAS METER
SANITARY SEWER LINE
N
GAS VALVE
0
STORM SEWER PIPE
GAS LINE
SIRIICTUE NUMBER
WATER LINE
N
WATER VALVE
-+if-
FIRE HYDRANT ASSEMBLY
UNDERGROUND TELEPHONE
B
AR RELEASE VALVE
1 /
J.
FIRE DEPARTMENT CONNECTION
UNDERGROUND ELECTRIC
•
WATER METER
i
BACK FLOW PfEVOCIR
OVERHEAD ELECTRIC
A
NICER
FIBER- OPTIC '•-�
RECTANGULAR DROP MET,
GRATED INLET OR AMMON
UNDERGROUND TELEVISION
BOX (SPECIFY ON PLAN
SNFET)
-�
OVERHEAD TELEVISION
!.11RCULAR DROP /WET,
GRAM PI.ET OR dtNCTION
CHAIN LINK FENCE
90X (SPECIFY ON RAN
STEED
WOOD FENCE
BARBED WIRE FENCE
BUILDING SET BACK
RIGHT OF WAY
PROPERTY LINE
ROAD CENTERLINE
10825 Financial Centre Parkway, Suite 300
Little Rock, Arkansas 72211
Crofton Tull
® engineering I surveying
501.664.3245 t 501.664.6704 f
www.craftontull.com
CERTI FICATE OF AUTHORIZATION:
0 F A(,ly
= `- CRAFTON, TILL 1,
_,_. ASSOCIATES, INC.
14 No. 109
yJ =o
gp'rq/VS EN+ENEE0.
POPEYES - BASELINE
LITTLE ROCK, ARKANSAS
Key Plan
No. Description Data
This document, and the ideas and designs incorporated herein,
as an instrument of professional service, is the property of
Crafton, Tull & Associates, Inc., and is not to be used, in whole
or In part, for any other project, without the written
authorization of Crafton, Tull & Associates, Inc.
9j RUCTION .
PROJECT NO: 16802200 GOB • •'pFL
ISSUEDATE: 05/23/16 �O� THIS g�
CONTACT: RRIGGINS DOCUMENT IS u•
CHECKED BY: 2 PRELIMINARY IN
NATURE AND IS NOT
PRELIMINARY m A FINAL, SIGNED o
PLANS AND SEALED
DOCUMENT .ao'
C 2016 Crafton, Tull & Assoclates, Inc.
• NOIlO(1Yl ygCV
SITE PLAN
C-101
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